Comparison and Analysis of Steel Frame Based on High Strength Column and Normal Strength Column

2017 3rd International Conference on Environmental Science and Material Application

生态环境科学;材料科学

Liu, Taiyu^1 ; An, Yuwei^2

School of Civil Engineering, Bowen College of Management, Gulin University of Technology, Guilin

541006, China^1

DUOWEI United Group Co. LTD, Beijing

102445, China^2

关键词: Antiseismic performance;    Civil buildings;    Comparison and analysis;    Different structure;    Economic performance;    Finite element software;    Frame structure;    Seismic Performance;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/108/2/022072/pdf
DOI  :  10.1088/1755-1315/108/2/022072

来源: IOP

【 摘 要 】

The anti-seismic performance of high strength steel has restricted its industrialization in civil buildings. In order to study the influence of high strength steel column on frame structure, three models are designed through MIDAS/GEN finite element software. By comparing the seismic performance and economic performance of the three models, the three different structures are comprehensively evaluated to provide some references for the development of high strength steel in steel structure.